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For the flow net shown below: (k= 4 x 10^-7 m/s and Unit weight for saturated soil is 20 kN/m^3 5.5 m Sheet piling Sheet 2.5 m piling 0.9 m 2 m Datum 6 m 2.25 1. Calculate the head loss per drop in meters. a. 0.75 b. 0.23 C. 0.45 d. 1.50

For the flow net shown below: (k= 4 x 10^-7 m/s and Unit weight for saturated soil is 20 kN/m^3 5.5 m Sheet piling Sheet 2.5 m piling 0.9 m 2 m Datum 6 m 2.25 1. Calculate the head loss per drop in meters. a. 0.75 b. 0.23 C. 0.45 d. 1.50

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the flow net shown below: (k= 4 x 10^-7 m/s and Unit weight for saturated soil is 20 kN/m^3 5.5 m Sheet piling Sheet 2.5 m piling 0.9 m 2 m Datum 2.25 1. Calculate the head loss per drop in meters. a. 0.75 b. 0.23 C. 0.45 d. 1.50
Transcribed Image Text:For the flow net shown below: (k= 4 x 10^-7 m/s and Unit weight for saturated soil is 20 kN/m^3 5.5 m Sheet piling Sheet 2.5 m piling 0.9 m 2 m Datum 2.25 1. Calculate the head loss per drop in meters. a. 0.75 b. 0.23 C. 0.45 d. 1.50
D. O C. 0.45 d. 1.50 2. Calculate the rate of seepage in m^3/s. a. 1.08 x 10^-6 b. 5.40 x 10^-6 C. 2.70 x 10^-6 d. 5.40 x 10^-7 Note: Type the correct answer. LETTER ONLY.
Transcribed Image Text:D. O C. 0.45 d. 1.50 2. Calculate the rate of seepage in m^3/s. a. 1.08 x 10^-6 b. 5.40 x 10^-6 C. 2.70 x 10^-6 d. 5.40 x 10^-7 Note: Type the correct answer. LETTER ONLY.
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